BWFE2015-008778-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTME
BUILDING PERMIT
I
Application Number: BWFE2015-0087
Property Address: 80110 VIA CAPRI
APN: 777100065
Application Description: MCDONALD RESIDENCE BLOCK WALL 170 LF
Property Zoning:
Application Valuation: $15,000.00
Applicant:
MONARCH HOMES
49950 JEFFERSON STREET #1130
LA QUINTA, CA 92264
Yu MAY 0 � 2Uy5PE )
CIIYOFLAQUINT�
COMMUnDEVELOPMENTDEPARTMENTOe:
ROBERT MCDONALD
2110 A BOCA RATON NO 206
AUSTIN, TX 0
Contractor:
MONARCH HOMES
49950 J EFFE RSON STREET #1130
LA QUINTA, CA 92264
(951)634-6381
Llc. No.: C28860
(760)777-7125
(760)777-7011
(760)777-7153
Date: 5/8/2015
LICENSED CONTRACTOR'S DECLARATION
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
I hereby affirm under penalty of perjury one of the following declarations:
9 (commencing with Section 7000) of s and Professions Code,
'I have and will maintain a certificate of consent to self -insure for workers'
and my License is in full force and effe
compensation, as provided for by Section 3700 of the Labor Code, for the performance
License Class: _ License No.: C28
of the work for which this permit is issued.
9CLARAT,0iNeS
`��j
(6,4, T% �^) 0
I have and will maintain workers' compensation insurance, as required by
Date:b , a{- Contra
Section 3700 of the Labor Code, for the performance of the work for which this permit
is issued. My workers' compensation insurance carrier and policy numberare:
OWNER-B
Carrier:_ Policy Number:
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
I certify that in the performance of the work for which this permit is issued, I
License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any
shall not employ any person in any manner so as to become subject to the workers'
city or county that requires a permit to construct, alter, improve, demolish, or repair
compensation laws of California, and agr t, if I should become subject to the
any structure, prior to its issuance, also requires the applicant for the permit to file a
workers' compensation provisions of Sectio the Labor Code, I shall forthwith
signed statement that he or she is licensed pursuant to the provisions of the
comply with those provisions.
Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3
Q LU��
IS W
of the Business and Professions Code) or that he or she is exempt therefrom and the
Date: J' Applicant S%
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a
permit subjects the applicant to a civil penalty of not more than five hundred dollars
WARNING: FAILURE TO SECURE WORKERS' SATION COVERAGE IS UNLAWFUL,
($500).:
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
I 11, as owner of the property, or my employees with wages as their sole
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF
compensation, will do the work, and the structure is not intended or offered for sale.
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,
(Sec. 7044, Business and Professions Code: The Contractors' State License Law does not
INTEREST, AND ATTORNEY'S FEES.
apply to an owner of property who builds or improves thereon, and who does the work
himself or herself through his or her own employees, provided that the improvements
APPLICANT ACKNOWLEDGEMENT
are not intended or offered for sale. If, however, the building or improvement is sold
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
within one year of completion, the owner -builder will have the burden of proving that
the conditions and restrictions set forth on this application.
he or she did not build or improve for the purpose of sale.).
1. Each person upon whose behalf this application is made, each person at whose
I 11, as owner of the property, am exclusively contracting with licensed contractors
request and for whose benefit work is performed under or pursuant to any permit
to construct the project. (Sec. 7044, Business and Professions Code: The Contractors'
issued as a result of this application , the owner,.and the applicant, each agrees to, and .
State License Law does not apply to an owner of property who builds or improves
shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to
employees for any act or omission related to the work being performed under or
the Contractors' State License Law.).
following issuance of this permit.
( __) I am exempt under Sec. . B.&P.C. for this reason
2. Any permit issued as a result of this application becomes null and void if work is
not commenced within 180 days from date of issuance of such permit, or cessation of
work for 180 days will subject permit to cancellation.
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for
the performance -of the work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's
Lender's
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordinances an laws relating to building
construction, and hereby authorize represent ` this city o enter upon the above-
mentioned property for inspection purposes.
Date: S' �' I J Signature (Applicant r Agent): 1i� J�
FINANCIAL •• •
DESCRIP„ IONr- =
y T x r ' _ ":.ACCOUNT k? ',;'I QTY _ `'AMOUNT f; ,°` "PAID mit PAID DATE
BSAS SB1473 FEE 101-0000-20306
0 $1.00 $1.00 5/8/15
w
'. PAID BY .YF -v , `. +.: `METHODr?;., _ +w,`
; RECEIP,T #„y. _CHECK # -' CL TD BY,'
IACONO DEVELOPMENT CHECK
R5959” 4069 MFA
Total Paid forBUILDING STANDARDS ADMINISTRATICiN BSA $1.00 $1.00 •
ACCOUNT
QT,
AMOUNTr
+PAID,DATEDESCRIPTION
WALL/FENCE - EA ADDITIONAL 50 LF
101-0000-42404
0
$29.00
$29.00
5/8/15
+ ;PAID
c, 'METHOD �u.
;RECEIPT #
CHECK # '
=CLTD BY `
IACONO DEVELOPMENT
CHECK
R5959
4069
MFA
..„..
- DESCRIPTION F y,,
ACCOUNT �E G -t
QTY
AMOUNT L
PAID a
PAID DATE
WALL/FENCE - FIRST 100 LF
101-0000-42404
0 .
$47.86
$47.86
5/8/15
PAID BY
METHOD .
r 'j T -RECEIPT #-
CHECK # , '”
CLTD By'
IACONO DEVELOPMENT
CHECK
R5959
4069
MFA
` DESCRIPTION fes.
+ ;'=. ACCOUNT,, -
QTY
AMOUN T +
, ,�''rPA1D "+
da':
PAID DATE
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
• $60.91.
$60.91
5/8/15
PAID BY .µ:r 7
:`' - METHOD .
RECEIPT #+ ¢-
`'T CHECK
`CLTD BY
IACONO DEVELOPMENT
CHECK.,
R5959
4069
MFA
Total Paid forFENCE OR FREESTANDING WALL-- $137.77 $137.77
TOTALS:
Description: MCDONALD RESIDENCE BLOCK WALL 170 LF
Type: WALL/FENCE Subtype: Status: ISSUED
Applied: 5/7/2015 MFA
Approved: 5/8/2015 KKI
Parcel No: 777100065 Site Address: 80110 VIA CAPRI LA QUINTA,CA 92253
Subdivision: TR 29894-2 Block: Lot: 39
Issued: 5/8/2015 MFA
Lot Sq Ft: 0 Building Scl Ft: 0 Zoning:
Finaled:
Valuation: $15,000.00 Occupancy Type: Construction Type:
Expired: 11/4/2015 MFA
No. Buildings: 0 No. Stories: 0 No. Unites: 0
5/8/2015
Details: 170 LF OF V GARDEN WALL WITH PILASTERS [CITY AND ANGELUS SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED
WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES.
ADDITIONAL SITES
10
Applied to Approved:
Approved to Issued`
.e
FINANCIAL INFORMATION
Printed: Friday, May 08, 2015 4:01:29 PM 1 of 2
sysremts
CHRONOLOGY
CHRONOLOGY TYPE STAFF NAME
, _ACTION DATE COMPLETION DATE .
NOTES
NOTE
PHILIP JUAREZ
5/8/2015
5/8/2015
sent.back to Philip
'CONDITIONS
CONTACTS
NAME TYPE
NAME
ADDRESS i"
CITY
STATE .,
ZIP
PHONE _
FAX
EMAIL
APPLICANT
MONARCH HOMES
49950 JEFFERSON
LA QUINTA
CA
92264
STREET #130
CONTRACTOR
MONARCH HOMES
49950 JEFFERSON
LA QUINTA
CA
92264
STREET #130
OWNER
ROBERT MCDONALD 2110 A BOCA RATON
AUSTIN
TX
0
NO 206
FINANCIAL INFORMATION
Printed: Friday, May 08, 2015 4:01:29 PM 1 of 2
sysremts
Permit Details PERMIT NUMBER
m
City of La Quints BWFE20115-0087a.
DESCRIPTIONACCOUNT
QTY
AMOUNT. g
PAID
"�
PAID DATE
RECEIPT #
CHECK #
METHOD.
to
PAID'BY
CLTD
,
BY '
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$1.00
5/8/15
R5959
4069
CHECK
IACONO
MFA
DEVELOPMENT
Total Paid forBUILDING STANDARDS ADMINISTRATION
$1.00 $1.00
BSA:
WALL/FENCE - EA
101-0000-42404
0
$29.00
$29.00
5/8/15
R5959
4069
CHECK
IACONO
MFA
ADDITIONAL 50 LF
DEVELOPMENT
WALL/FENCE -FIRST
101-0000-42404
0
$47.86
$47.86
5/8/15
R5959
4069
CHECK
IACONO
MFA
100 LF
DEVELOPMENT
WALL/FENCE -FIRST
101-0000-42600
0
$60.91
$60.91
5/8/15
R5959
4069
CHECK
IACONOMFA
100 LF PC
DEVELLOPMMENT
Total Paid for FENCE OR FREESTANDING WALL $137.77 $137.77
r
PARENT PROJECTS
- , RONIO INFORMATION,,,,,
.
Printed: Friday-, May 08, 2015 4:01:29 PM 2 of 2 ,
SYSTEti1S
Qin #
city of La Quinta .
Building 8r Safety Division
O,�Q� P.O. Box 1504, 78-495 Calle Tampico .
��JUU La Quinta, CA 92253 - (760) 777-7012.
Permit Application and Tracking Sheet
Permit #^
2,01Building
Project Address: - ) (� ✓� ��
Owner's Name: 0,J 4 4d. SI
A. P. Number:
Address:
Legal Description:
City, ST, Zip:
Contractor: C lF 3
v�I
0 !S
Telephone: l0 - l0
3 3 8
.............................................
Address: -41, sU FFEY-Sej,J ST.
Project Description:
City, ST, Zip: ,J 0(,'I" 22 o
ele h , 1
Telephone: cn
P 3.
`� .3 co
l� w.
G
State Lie. # :
City Lie. #.:
_ (� E� .• S `5/ t[,p I ,J
Arch., Engr., Designer:
Address:
�• .,. � � � � -
City, ST, Zip:
Telephone:
Construction struct on Ty anc
e: Occupancy:
P Y:
Lie.#:
PJect hPa (circle one): New Add'n ADemo
Iter Repair 0
Name of Contact Person: GJ Sy' CZ* f p •
Sq. Ft.:
# Stories:
# Units:
Telephone # of Contact Person: q,,l iP 3 - L0 3 � 1
Estimated Value of Project: (s, 0 00
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Cales.
Reviewed, ready for corrections
Plan Check Deposit
Truss Cates.
Called Contact Person
Plan Check Balance
Title 24 Cates.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2°. Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'"' Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees .
Total Permit Fees
BLOCK C0., INC.
Stns 1944
f ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2013 CBC
2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf
3. ALLOWABLE SOIL PASSIVE PRESSURE - 150pcf
4. COEFFICIENT OF FRICTION m 0.25, COHESION = Opsf
5. CANTILEVER ACTIVE = 30pcf
6. MASONRY COMPRESSIVE STRENGTH, fm - 1500psi. SPECIAL INSPECTION
NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY,
7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
PROJECT SPECIFIC SITE.
NOTES:
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS.
2. JOINT REINFORCEMENT ("LADDER' TYPE) SHALL BE COLO—DRAWN STEEL
WARE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP SPLICES.
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi 0 28 DAYS, UNLESS
OTHERWISE REQUIRED BY SOILS REPORT.
4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR
WITHOUT MORTARLESS HEAD JOINTS (TONGUE—AND—GROOVE), OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPORTIONS AND
REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPERTY
REQUIREMENTS OF ASTM C270.
6. GROUT SHALL CONFORM TO ASTM C476, WITH AN B-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
I 'OOpsl.:<0 oo PS"j
1
7. , iRST COURSE MAY BE WET—SET 1 1/2 INCHES MAX. -MILE CONCRETE
IS PLASTIC.
8. CONCRETE BLOCK SHALL 13E LAID IN RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS.
9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF
40'—O"o.c. OR 20'—O"o.c. IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
10. GROUT ALL CELLS WITH REINFORCEMENT. '
11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK—OUT DETAILS
SEE DETAIL SHEET S-5.1.
a= W-4 l
6' to 8' High Site Wall
Trench FootingrattOC
1 i 15.
Risk 3r ; SAFETY DEPT.
6' idle" Z�i YROVE
FOR CONSTRUCTION
OPTIONAL WALL CAP ID ATE I3Y"
�y6 "STD. LADDER TYPE
#5 STD:fOR $LUMPSTONE).' ..
JONNT REINFt. AT""TOP COURSE,,
AT FIRST COURSE, AND 24"o.c.
6- WIDE (NOM.) CMU
GROUT CELLS .
W/ REINF.
lo D
• a w
x
'X' BARS PER = vUi
SCHEDULE 0
CTR. OF WALL_ oo,a
SETBACK'
PER
SCHED.
'Y' BARS PER
SCHEDULE LAP
PER
F.G.
WET—SET FIRST
COURSE
2—#4 CONT;---<
CONT. CONC. FTG. -
ANDERSON DESIGN GROUP
Structural Engineering • Building Design
228 East 6adlllo Street • eovina . GA • 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
en9lneerinp excellence since 1957"
r
1�j
0
Z w
_ a'
8" L 5'-0" MIN.
CONT. TO DAYLIGHT
DATE SIGNED 6-25-14
S-1.2LQ
#6255
MASONRY FENCE WALL SCHEDULE
H' MAX.X
BARS RFJNF.WALL STEM `BARS
16' LONG CMU 18' LONG CMU TYPE PER 5=20 18" LONG CMU 18' LONG CMU
L' STEM
'0' MIN.
#4048"o.c.
#4054"o.c.
'A`
'13'
4024 o.c. 4027"o.c.
4048"o.c. 4054"o.c.
2'.-0
2'—O`
2'-'10
6'-8"
#4048"o.c.
#4045' o.c.
A'
B' " '
4016"oxc 018"o.c.
048"o.c. 4054"o.c.
2'-0"•
2'-0"
2`-4."
7*=4"
#4048"o.c.
#4045"o.c.
A
B'
4016"o.c. 4018"o.c.
4048'o.c. " 4045"o.c.
3'-0"
2'-0"
'2'-5-
.
(
#4040"o.c.
#4036"ox.
'A'
B•
408"o.c.
0o
400"o.c.
3'-5"
2'-7..
ANDERSON DESIGN GROUP
Structural Engineering • Building Design
228 East 6adlllo Street • eovina . GA • 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
en9lneerinp excellence since 1957"
r
1�j
0
Z w
_ a'
8" L 5'-0" MIN.
CONT. TO DAYLIGHT
DATE SIGNED 6-25-14
S-1.2LQ
#6255
OL40CK CQ, INC.
Since 1946
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
WOF WALL
5 x HF,
M
X
Ln
5 x Hir
8' High Max. Site Wall
C o 100mph
Risk Category I
6' Wide CMU
FA
[,EPT.
X
U
Y.
A
X: 1
RETURN. TYP.,
TYPICAL REINFORCED WALL STEM TYPES PLAN
WALL TYPES 0&0
TOTAL WALL LENGTH
5 x HF MIN.
TYPICAL REINFORCED WALL STEM TYPES ELEVATION.'
WALL TYPES A ►.'a,
ANDERSON DESIGN GROUP.
Structural Engineering - Building Design"
228 East Badillo Street • Covina . CA - 91723-2115
(626) 938-1595 • Facsimile (626) 938-0485
lot "enalneering excellence .1— 1957-
5x HF MIN.,
AzR-WAU7N,ED'5-21-14
S-2.OLQ
#6255
BLOCK ca, IINC:
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2013 CBC
2. ALLOWABLE SOIL BEARING PRESSURE = 1500psf
3.ALLOWABLE SOIL PASSIVE PRESSURE = 150pcf (W/,INCREASE PER 1806.3.4)
4.COEFFICIENT OF FRICTION — 0.25, COHESION = Opsf
5.DESIGN CRITERIA MUST BE VERIFIED BY USER PRIOR TO USING THIS DETAIL,
6. MASONRY COMPRESSIVE STRENGTH, f'm - 1500psi. SPECIAL INSPECTION
NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY.
7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE
PROJECT SPECIFIC SITE.
NOTES:
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
GRADE 60. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS.
2. NOT USED
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500psi O 28 DAYS, UNLESS
OTHERWISE REQUIRED BY SOILS REPORT.
4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR •SHOTBLAST, OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR -AS
MANUFACTURED BY E—Z MIX INC.. CONFORMING TO PROPORTIONS AND
REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPERTY
REQUIREMENTS OF ASTM C270.
6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2000psi.
7 'IST COURSE MAY BE WET—SET 1 1/2 INCHES MAX. WHILE CONCRETE
PLASTIC.
B. NOT USED
9. PROVIDE EXPANSION / CONTROL JOINT ON EACH SIDE OF PILASTER
WHERE INTERSECTING BLOCK WALLS OCCUR.
10. NOT USED.
11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
12. OPTIONAL ADHERED VENEER (MAX WEIGHT-10psf) MAY BE APPLIED
TO EACH FACE OF PILASTER. INSTALLATION BY OTHERS.
MECHANICALLY—ANCHORED VENEER IS NOT PERMITTED.
13, 00 NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
2-#4.
LOADING
1. SEISMIC, 5% DAMPING m 1 SECOND
ACCELERATION Cs=0.33Wt.
2. SEISMIC LOADING EXCEEDS ALL
WIND LOADING FOR EXPOSURE C,
120mph AND LESS.
16816 OR 16616 CMU
PILASTER, SOLID GROUT
6'-8" to 8'-8p High Pilaster
Pole Footing - Seismic, 5% ®lsec
.. 160 or 24" CMU Pilaster
OPTIONAL WALL,CAP w
t '
1r1'• bVj:::.i
CMU#P(LASTERhSOLID'GROUT
(16" SHONM)"` `'
3p" OUTSI OE" FACE'""
OF BLOCK TO —
ts OF VERT
2—#4 VERT, BARS
2—#4 U—DWLS.
LAP 24" MIN, TYP.
F.G.
WET—SET FIRST
COURSE
3—#3 TIES 0
TOP 5' OF FTG. &
#3 TIES O 12"o.c. MAX.
THROUGHOUT �R
tJ
2—#4 U—OWLS,
--0' WIDE (NOM.)
CMU PILASTER,
SOLID GROUT ALL CELLS
CENTER V010 OPEN
OR SOLID—GROUT
'W =24' SQ. ,
0 PILASTER SECTION
ANDERSON DESIGN GROUP <
Structural Engineering Building Design
228 East Badillo Street • Covina • CA • 91723-2115
(626) 938-159S • Facsimile (626) 936-0485
' eno�neerinp erceuence srnce i 95r
-i A
31" OUTSIDE FACE
— OF BLOCK TO
t,OF VERT
j
w
s
=
N
CL
— 3" CLR. TYP.
3—#3 TIES
TOP 5' OF FTG. &
#3 TIES 0 12"o.0. MAX.
THROUGHOUT
FTG. SECTION
#4 U—OWLS.
DATE SIGNED 6-25-14
S-1.10LQ .
#6255
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE
GENERAL NOTES STATE OF CALIFORNIA
1. ANY OWING PERFORMED TO ESTABLISH OR RE-ESTABLISH THE BUILDING PAD ELEVATION R CIS ORAIDINO P
SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN AND A AN
SEPARATE PERMIT ISSUED BY THE CITY OF LA QuINTA PUBLIC WORKS DEPARTMENT.
2. THE CONTRACTOR IS AUTHORIZED TO PROCEED WITH FINE GRADING ACTIVITY RELATED To THE HIDEAWAY LOT 38 - 39 AMENDED TR 29894 2 MB 327/56-88
ELEVATIONS SHOWN ON THIS PUN, ON ANY SPECIFIC LOT ON THE PLAN, 01-Y IF, A VALID
BUILDING PERMIT HAS BEEN ISSUED By THE LA QUINTA BUILDING AND SAFETY DEPARTMENT FOR MERGED BY PA RCEL MERGER N O. 2 003- 42 5 X/xx/2003 #xxxxxx
CONSTRUCTION OF THE PRIMARY STRUCTURE ON THAT PARTICULAR LOT.
APPROVED FOR PERMITTING( PLANNING AND ZONING COMPLIANCE,
TOM HARTUNG DATE LES JOHNSON DATE
INTERIM BUILDING AND SAFETY
OFFICIAL COMMUNITY DEVELOPMENT DIRECTOR
CITY OF LA QUINTA CITY OF LA QUINTA
3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING AND SAFETY DEPARTMENT I-UNHUIN Ur SECTION 9s T.6S.s R . 7 E . , SBB48CM
FOR ANY BLOCK WALLS SHOWN ON THIS PLAN.
k:�\(116.98FS)
4. THIS PLAN IS FOR ON -LOT CONSTRUCTION ONLY. ALL OFF -LOT CONSTRUCTION ACTIVITY 77�
----------
SUCH AS DRIVEWAY APPROACHES OR OTHER IMPROVEMENTS IN THE STREET RIGHT OF WAY,
------ ------
EDGE OF a EEK BED����
SHALL BE PERFORMED By SEPARATE PLANS AND PERMIT ISSUED BY THE LA QUINTA PUBLIC ------------- - CR
WORKS DEPARTMENT.
(I 6.3FG)
5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS.
6. THE CONTRACTOR, AND ITS SUBCONTRACTORS, ARE RESPONSIBLE FOR ENSURING THE
DRAINAGE CONCEPT SHOWN ON THIS PLAN IS NOT COMPROMISED BY LANDSCAPING FEATURES
OR OTHER APPURTENANCES NOT SHOWN ON THIS PLAN. ------
- -- --------
jel
7. AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE BUILDING PAD, �.2OFS)
THE GROUND SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE SCARIFIED TO A MINIMUM OF
6' AND THEN COMPACTED TO NINETY PERCENT (90%) RELATIVE DENSITY PER A.S.T.M.\(11 7.30FS)
SPECIFICATIONS. AVENUE 52
J.
8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS ON VIA SAVONA
OR BENCH MARKS NOTED THE EX. RHUS
PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED LANCEA
--------------------------------
CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR ONLY.SATE
9- ALL STREETS, PUBLIC OR PRIVATE, SHALL BE (LEANED DAILY OF DIRT, MUD, AND DEBRIS 0
DEPOSITS RESULTING FROM ANY ACTIVITY RELATED TO CONSTRUCTION OCCURI LO vpNiE
NG ON THE TS JIXI)
SHOWN ON THIS PLAN. CLEANING SHALL BE PERFORMED To THE SATISFACTION OF THE
BUILDING OFFICIAL OR CITY ENGINEER. LOT RHUS
N
10- THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST C GOLF COURSE 'k
CONTROL MEASURE AS REQUIRED BY THE EX. RHUS o BAR
FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. LANCEA FOUND 1 IP WITH
0 EXISTING EXISTING EX. RHUS
It. CONSTRICTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF RAM OCCUPANCY EXIS11NG GRASSES PLASTIC PLUG STAMPED J GRASSES tUNCEA,
7076* . ...... .
SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWSGRASSES
:
OCTOBER 1ST TO APRIL 30TH: MONDAY -FRIDAY 7.00 AM TO 5-30 PM J LAWN
EXTENSION
SATURDAY & 00 AM TO 5: 00 PM1 EN. RHUS
D=21*21'43'
MAY 1ST TO SEPTEMBER 30TR MONDAY -FRIDAY 6:00 AM TO 7:00 PM LANCEA AVENUE 54
D=30`00' L=76.43'i.
TO BE REMOVED 93" _,-
SATURDAY 800 AM TO 5: 00 PM 7ek . . ...... ....................... ... �D ......... .01 R=2!O5.00 FOUND 1 IP WITH
L
0 LAWN
1;120 01 PLASTIC PLUG STAMPED co
WORK SHALL BE PROHIBITED ANY TIME ON SUNDAY OR FEDERAL HOLIDAY. lk EXNS
"Ill LATEWN
ION
"\ *LS 7076*
12. MAXIMUM CUT AND FILL SLOPES Z 1. =IU'
VICINITY MAP
N.T.S.
YAYl
13. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%.
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.3' DEEP d LAWWO 30' 75
EXTENSION DIV -
AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. MINIMUM SLOPE OF SWALES
SHALL BE 0.50%.
LAWN
PA
197
PROVIDE 3/8* GAP 7
- I __ 1 4 1 CONSTRUCTION NOTES
BRICKSLOT DUN
Gl� 7
18. 5TG 1
PLAN\4
PAVERS PER ARCHITECT INSTALL YARD DRAIN, NDS #50, 6' DIA.
k,
LEGEND ITH _-LAWN 0 GREEN GRATE OR EQUAL
nTr,
W
-k_
FINISHED SURFACE . . . . . . . . . . . . . . . FS N
1211UR;
G STAMPED (33
18.40FS 2 INSTALL 6* PVC PIPE, (SDR -35). S=11% UNLESS
OTHERWISE NOTED ON PLAN.
HIGH POINT . . . . . . . . . . . . 7- INSTALL 6705' BEND/WYE (PVC -SDR -35).
15.74INV
. . . . . . . HP
PA
iL
LOW POINT . . . . . . . . . . . . . . . . . . . LP
7"-/ 1
::,; ` v h �e �� _.yj:5-" j W-1,
GRADE BREAK . . . . . . . . . . . . . . . . . . GB
CONSTRUCT WALL PER SEPARATE PLAN AND PERMIT.
INVERT . . . . . . . . . . . . . . . . . . . . . INV
TOP OF WALL . . . . . . . . . . . . . . . . . TW INSTALL 6*x6* TEE (PVC -SDR -35).
1h8.31TG
JW
18.40FS ;s 21 to j
PAD ELEVATION . . . . . . . . . . . . . . . . . U2
PE 4 OUTDOOR LIVING 0 CONSTRUCT 6* MIN. THICKNESS PAVER DRIVEWAY PER ARCHITECT PLAN.
18.251 vi;tnfn;�;�,,'
FINISHED FLOOR ELEVATION. . . . . . . . . . . FF SAND BE "1118116
(22 9 MEDIA INSTALL BUBBLER Box WITH GRATE TOP, NYOPLAST 12m
WE TI �5 80� PA
-W F,
FLOWLINE . . . . . . . . . . . . . . . . . . . . FL -4�,y,1D0R �M` -,
23.90 DRAIN BASIN PER DETAIL HEREON.
LAWN 0
PROPERTY LINE . . . . . . . . . . . . . . . . . OUTDOOR DINING 4
PL- BRICKSLOT (GALVANIZED 18.4OFS 17.9
STEEL) 7 160-9 CONSTRUCT 10' DEEP DRYWELL PER DETAIL HEREON.
CLEAN OUT . . . . . . . . . . . . . . . . . . .
C.O. 16.
PATIO DIA. GRATE OR EQUAL
TOP OF CURB . . . . . . . . . . . . . . . . . Tc rm CONSTRUCT YARD DRAIN, NDS 116S, 3
40 A- C=
%',71 OOL @ INSTALL YARD DRAIN, NDS J3, e SQ.
TOP OF FOOTING . . . . . . . . . . . . . . . . TF T
PA BAIH
FINISHED GRADE . . . . . . . . . . . . . . . . . ER SUITE 183 AT H c
FG 17.60TG ' SATIN BRASS GRATE OR EQUAL.
17. BAR
TOP OF GRATE . . . . . . . . . . . . . . . . . .TG 80
15. a. 14. 1 BRICKSLOT (GALVANIZED STEEL), PART #98999
END OF PAVEMENT. . . . . . . . . . . . . . . . EP D 0 INSTALL 7/16
2 PER DETAIL HEREON, OR EQUAL
HIS WIC GREAT ROOM @ CONSTRUCT CLEAN OUT, PER DETAIL ON HEREON
(XXX.XX) . . . . . . . . . . . . . . . . . . . . . .EXIST. ELEV. NOTE 2 3% gon
RIGHT OF WAY . . . . . .. I . . . SITTING 17.9 4 SET FLUSH WITH FINISH SURFACE
. . . . . . . . RAW PROVIDE CLEAN-OUT TO GRADE AT EACH END OF DRAIN IN NEAREST PLANTER LOCATION. 1 137.92
.3
PLANTER AREA . . . 6*x6"TEE 16.90IF
14.9 110
. . . . . . . . . . . . . . . P.A. 5 2 f
WATER METER . . . . . . . . . . . . . . . . . . WM HISii
SEWER LATERAL . . . . . . . . . . . . . . . . . SL PA LOT �38/39
PUBLIC UTILITY EASEMENT. . . . . . . . . . . . ......
SETBACK LINE . . . . . . . . . . . . . . . . . PE=(1017.9
... 13RICKSLOT DRAIN MASTER BATH 18 4OFS
17.60TG 9
FLOW GRADE . . . . . . . . . . . . . . . . . . . 39 4 VANITY FF=1018.40 GOLF
TOP OF SLOPE . . . . . . . . . . . . . . . . . . NIS 17 FG CART
16.90TF 2 VEST. 11 LAW
TOE OF SLOPE KITCHEN G BE LOCAL BENCHMARK
-80T
W _ PA
N* uu 14761-1
EXISTING SEWER LINE . . . . . . . . . . . . . . HIER'S TOPOF CURB AT BCR STATION 35+57.75 VIA PESSARO,
EXISTING WATER LINE . . . . . . . . . . . . . . -S tl.CHINA HIS LOCATED AT THE NORTHEASTERLY BCR OF THE INTERSECTION OF
BLOCK WALL . . . . . . . . . . . . . . . . . . . _W- 17.60 PWDR GARAGE VIA PESSARO AND VIA VICENIZE, PER APPROVED STREET
PVC PLUG AND FEMALE ADAPTER 14.7 1 HER WIC L9 IMPROVEMENT PLAN #03101 SHEET, 5 OF 19 ON FILE IN THE
4
FOYER I rG 17.60TG 9 OFFICE OF THE CITY ENGINEER OF THE CITY OF LA QUINTA.
,,-FINISHED GRADE FOUNTAIN CASITA .907 1
8' NDS CAP
WITH 6' CLEANOUT
II I
MET
Rjf7,fTEE4,WfflEN PIPING
'n
PIPE WHEN 11
GOES THROU
DOWNSTREAM FLOW
INVERT PER PLAN r,
COMPACT BACKRLL 70 9OX MIN.
WIN TOP 12' COMPACTED TO 951 @�CLEANOUT DETAIL
Iffs
NDS
b 7 ff 4,CONCRETE SLAB (POURED IN PLACE) EXTEND 6' INTO UNDISTURBED SOL
GLASS 520-C-2500 CONCRETE)
INLET UPHON III=1I
OUTLET -FLOWm-
48' PRECAST PERFORATED CONCRETE RING
I � BUBBLER BOX TO BE PLACED -
TO 314- WASHED ROCK OVER 6" COMPACTED 1" ROCK
A NON -WOVEN FILTER FABRIC PER SEC.
88-103 CAL STD. SPEC. SHALL BE USED
BETWM INE WASHED ROCK AND
UNDISTURBED SOIL
:1=1 I U.0u.
3/8 TO 3/4 WASHED ROCK ON
UNDISTURBED SOIL A MINIMUM 12' THICK
��111-_ 1111IIIII�II�I��IIII�III�L
NOTE.• ALL JOINTS ABOVE THE LEACHING AREA SHALL BE
MORTAR SEALED INSIDE AND OUT
DRYWELL DETAIL
NOT 70 SCALE
0
0 ab
Know what's 13491cow.
Cc -111 before you dig.,
FABRIC
18.90 A 1'�
C:)
TRASH TC ELEVATION AT BCR = 1014.09
BATH C) Lu CATERER'S
C5 KITCHHEN
9 L DATUM: NGVD 29 (SUBTRACT 1000.00 FEET FOR TRUE SEA
WIC
" yl.
.8'TG L LEVEL DATUM)
DINING ir- WINE 14.48IN
ld� CL
1,7,9FG
8-T6TS
17.60TG
2 MUD UTY QT 40
17.60TG
14.61 INV COVD. BASIS OF BEARINGS
ENTRY 1 14.411 9 E 1 140) 11Y
CASITA
BEARINGS SHOWN HEREON ARE DERIVED FROM RECORD DATA PER
PA AMMENDED TRACT 29894-2, FILED IN BOOK 327 OF MAPS,
\c: S I D E N br-j
1_0 PAGES 56 THROUGH 88, INCLUSIVE, ALL IN THE OFFICE
LOT 36/37 L 1 JbTG, THE COUNTY RECORDER OF THE COUNTY OF RIVERSIDE. OF
01
LL
�4F
PE= (10 17.7)
18. I'S U
i:�! L"Y
PA 17.60TG
5.801-
801 4_. 7.1 Ou I
VACAN7 7t
L-2
9
7_7 --I
q HER
AL
GARAGE 1_94
2 X rz !_0
17.60TG
17.60TG 1 5. 41N 174�kj C1111 Ij w
PAfjl�
U- 22.9
4
BALU IDEr- 117.10W
jtk , - --Z . j )7 --i-If - LEGAL DESCRIPTION
2 13INV
14
- - - - - - j____FG LOTS 38-39 OF AMENDED TRACT 29894-2, AS SHOWN IN
Lj
PA r -z I A 11 MAP BOOK 327, PAGES 56-88 RECORDS OF
RIVERSIDE COUNTY, STATE OF CALIFORNIA.
PA PA FA j
0
14. 17 1 nTr
14 51
e 'TF3 +5.
23.90TW 19.6 Lrg/,
"i �91 w
16.90TF `ry 19 7F
LAW LAN LAWN NOTE:
DRIVEWAY APPROACH REQUIRES A SEPARATE PERMIT AND INSPECTION
NDS; C 4
4. FROM CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT
L=28 80' 6.0,GTF
ar nn,
r�
R= 051?080'�_11_1______,,
IL7 16.23TC
N678FS b =-3,ho,03, 1 516FL - -
8 D-274730"
_4�
EX \DAf Ei'
I OATW
,.,PALM\ I i UVVI z
LOT COVERAGE:
(16.31N,
TOTAL LOT AREA 19,726 SF
(11 5.84F] TOTAL BUILDING AREA (COVERED PATIO AND GARAGE INCLUDED)
sY�
16.12TC-
6' ±7,918 SF
V,� 114.121W /cl, BUILDINGAREA/LOT AREA 40.1 %
z
rY C', F LA 0 U NTA
i)7,;�,�l & SAFETY DEPT.
61TC y 16.60TC
15.83FL
I V F 16.14FL
15.96TC Z4 401,
APPROVED
15,47FL'rr (I 6.76TC
C y,� FOR CONSTRUCTION
/(10 6 FL� W
rn 'T BY
6 DATE -
Dot
,6.87TC s
___1 APN: IN r r 1r_jLL)u_uu0
B /SJ16.37
PREPARED UNDER THE SUPERVISION OR 119 80-110 VIA CAPRI 10/28/14
McDONALD RESIDENCE DESIGN: DRAFT-
ESFANDIAR SHAHANDEH DATE: 121 SMINMEW LANE SURE *C' PRECISE GRADING PLAN ESSI ESSI
P" DESERT, CA 9=1
RCE NO. 47834 No. 47834 MGINEERING (760) 772-M OMM HIDE WAY LOT 38-39, MB 327/56-88 CHECK: DATE:
(760) 772-U21 FAX APPROVED BY:
AMG MAY 14
and dmaum eng9wing - pimn;g - sZr�v"e*g AMMENDED TRACT 29894-2
cim PORTION OF SECTION 9, T.6S., R.7E., SBM DWG No. PG1 27001
ly"T RCE NO. EXP. DATE DATE: op G1 CITY OF LA QUINTA
I I
INFINITY t•" -►18"~
INFINITY DETAIL
NOT TO SCALE
POT DETAIL
NOT TO SCALE
REVISIONS I BY
POOL & SPA SPECS.
POOL SIZE 21' X 46'
POOL S.A. 780 SQ. FT.
POOL PER. 83 L.F.
DEPTHS 3'-6" TO 5'-0"
POOL PUMP VS 3050
HEATER 400,000 BTU
FILTER CCP 320
LIGHTS 1-100 WATT
3-400 WATT
CONTROLLER EASY TOUCH 4
SPA SIZE 6' X 11'
SPA PER. 28'
SPA S.A. 60 SQ. FT.
SPA DEPTH 3'-6"
JETS 6
JET PUMP
DECK AREA 628 SQ. FT.
4 ;
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POOL
SPA INFINITY
FRONT WATER FEATURE
AREA
780 SQ. FT.
60 SQ. FT.
78
PERIMETER
125 L.F.
28 L.F.
30
LENGTH
46'
10, 37"
10'
WIDTH
21'
7' 30"
10'
REVISIONS I BY
POOL & SPA SPECS.
POOL SIZE 21' X 46'
POOL S.A. 780 SQ. FT.
POOL PER. 83 L.F.
DEPTHS 3'-6" TO 5'-0"
POOL PUMP VS 3050
HEATER 400,000 BTU
FILTER CCP 320
LIGHTS 1-100 WATT
3-400 WATT
CONTROLLER EASY TOUCH 4
SPA SIZE 6' X 11'
SPA PER. 28'
SPA S.A. 60 SQ. FT.
SPA DEPTH 3'-6"
JETS 6
JET PUMP
DECK AREA 628 SQ. FT.
4 ;
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DATE: 04-23-12
SCALE: 1/8" = 1'-0"
DRAWN BY: LWF
JOB: BROOKS
SHEET
OF I SHEETS
W
w
U
�
V.
C ,j
�
_CD
DATE: 04-23-12
SCALE: 1/8" = 1'-0"
DRAWN BY: LWF
JOB: BROOKS
SHEET
OF I SHEETS